Sample Record

DIME Sample ID 2016-11-30-1

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 210808
DEA: 020E0904
EFIS: 0200000016
DIST-CO-RTE-PM02-SHA-5-R29.3/R31.1,R45.0/R45.8
Award Date02/03/2016
Closeout Date10/21/2020
Work DescriptionREPLACE BRIDGE, REALIGN ROADWAY AND SEISMIC RETROFIT
Location DescriptionIN SHASTA COUNTY ABT 8 MI N OF SHASTA LAKE CTY AND NEAR LAKEHEAD FRM TURNTABLE BAY O/C TO 0.1 MI N OF O'BRIEN SRRA & FRM 0.4 MI S TO 0.3 MI N OF DOG CREEK BRIDGE.
QA Service Level1 (Verified on 09/23/2015)

Owner Lab

  • CT HQ - Sacramento Structural Materials Testing Laboratory

Sample Information

Sample Taken Date11/30/2016 Sample Unique Key1
Date that the sample was received by the laboratory/organization performing the testing11/30/2016 Sample typeQuality Assurance
A brief description of the sampleBartec Couplers The quantity of what the sample constitutes4
From where was the sample collectedJob Site First name of sampler or witnessed byD
Last name of sampler or witnessed byMann Title of samplerUnknown
Telephone number of samplerUnknown Laboratory sample identificationUnknown
Linked DIME Sample IDUnknown The fabricator/manufacturer/facility nameNucor Dextra America
Transportation Laboratory (TL) NumberC691783 Inspector Lot Number from the Transportation Laboratory (TL) FormNA
Structure unique identifierNot set Structure nameNot set
Bid ItemNot set

Material Information

Material TypeSMTL TM5 - Couplers Production or Authorization TestingAuthorization Testing
Service or UltimateUltimate Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerNucor
Coupler ManufacturerDextra America Intermediate Assembler or FabricatorUnknown
Rebar Size14 Coupler ModelBartec
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop DiameterUnknown Rebar Hoop FabricatorUnknown
Coupler Component Heat/Lot Number(s)MM13102607 Lot C02 Rebar Heat Number(s)SE15101860
Rebar Size 2 Not set Coupler Unique IDNot set

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2016-11-30-1-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)Brian, CT HQ - Sacramento Structural Materials Testing Laboratory12/01/201612/01/2016
Yes
12/01/2016Brittle Break at CouplerPublic - Test Data Visible
2016-11-30-1-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)Brian, CT HQ - Sacramento Structural Materials Testing Laboratory12/01/201612/01/2016
Yes
12/01/2016Brittle BreakPublic - Test Data Visible
2016-11-30-1-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)Brian, CT HQ - Sacramento Structural Materials Testing Laboratory12/01/201612/01/2016
Yes
12/01/2016necking okayPublic - Test Data Visible
2016-11-30-1-4CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)Brian, CT HQ - Sacramento Structural Materials Testing Laboratory12/01/201612/01/2016
Yes
12/01/2016necking okayPublic - Test Data Visible

Sample File Attachments

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Test File Attachments


DIME Test ID: 2016-11-30-1-1 CTM 670-December 2013 (Verified)
DIME Test ID: 2016-11-30-1-2 CTM 670-December 2013 (Verified)
DIME Test ID: 2016-11-30-1-3 CTM 670-December 2013 (Verified)
DIME Test ID: 2016-11-30-1-4 CTM 670-December 2013 (Verified)